20030735 Ver 1_COMPLETE FILE_20030617

r ~A~ ,~„~ravel [~rlve SION CONTROL I ~ GEND: •
ERO
Le end
TEMPORARY SEDIMENT TRAP 1 Iron Found (as noted, ~
/ > ~ ~ ~ ~ i / MPORARY SIL T FENCE 7 l ron P I aced ~ sF rE /
/ ,~-y~, l i ~ ~ , ~ / i ~ i ~ ~ - , , ~ ~ ~ ~ ~ ~ ~ ~ r ' _ ~ ~ 0 CMP 'lEM . S IMEN,T , , / ~ , ~ Yard Inlet Irre .Grates
,!,1 ~ / / ~ ~ ~ / ~ ~ ~ ~ ~ ~ / i ,f ~ ~ ~ IPE DIS~HA GE I CH~~VNE ~ 9 TEMPORARY ROCK CHECK DAM
Li ht Pole ~ 9
~ ~ ! ' , ~ ~ , v l ~ ~ ~9'TH SS~~ RI,P'RAf3 OU~ET ~ ~ i / l / / l l l/ ' - / - TEMPORARY CONSTRUCTION ENTRANCE Utilit Pole NUMERIC lDENT1FlER y
~ vTEMPDRARY, ~ l f/,~ P TIO>V La=10 ~ 8 gEPT - ~ SEE CHANNEL DESIGN , Aerial Uti{ity Line -~~-A~-A°- T
~ , d I~RSION' , v ~ 1,1 - _ TIE TD NORM D N N ~'WOR ~ ~ R~ INFORMATION PRGPOSED DRAINAGE DITCH DESIGN Storm Sewer " ~ ,
,DI IZ'1'I ~ << i ~ ~ - ~ ~ WHEN A V i<AB ~ ~ \ ~ ~ f i rA ~ i v~ ~~m. o ~ f ~ / Tele hone Pedestal ~ IN l ATES SHAPE & ~ p I ~
V ~ ~ f ; ~ ~ ' ~ ~ ~ D c T , ~"C~ ~~C TEB ~ EMPORARY EARTH BERM Dra in a e Fi ow ~ DITCH LINING ~
~ \ \ ~ ~ ' i j / Fence -X-X-"-"-
\ N~i/. ~ \ ~ \ ~ ~ xaoes TSD TEMPORARY SLOPE DRAIN Suite 2A 305 Nest Fourth Street Traffic Sign -s rinston-Salem, xc 27101
\ ~ 63.00 / ~i , a~ C v v ~ \ v 1 / ~ / ~ MPORARY Dll/ERS/ON BERM S i of Telephone ~-725-1371
l i i v \ ~ ~ ~ i / ~ ~ P9 Faz 336-725-1465
/ l l / \ \ \ ~ - / / ~ / Wefl EXCELSIOR MATTING
r l V ~ ~4.~ v v T~MPORAR Y / ~ v Western Beltwa Y
f ~l ~l ` i i k ~ ~ ~ \ ~ \ \ x 868.00 / , 9/ VE ION ~ \ ~ ~ ~ / ~ I \ \ \ \ - ~ i TEMP. INLET PROTECTION
r7~~\ 87.1 / ~ I \ \ ts~ D/ CH Exist. Woods Line Y `~y~'""`tv'~``~~r''~
/ \ \ / ~ - - / SEE SHEET C3.8 FOR ~TE~IP AR ~ DIM~i~ \ ~ / / / ~ \ / ~ ~ ~ ~ , ~ / ¦ ~ • ~ ~ ~ ¦ LIMITS OF CONSTRUCTON
~ ! ~ ~ d N I ~ 04.00 ` \ ` ` ~ ~ ~ / / / SEGEMENTAL RETAINING (SEE NOTE) Prop. Conc. Walk
~ / % ' ~ I i ~ \ MER NCT' ' / WALLS i/ i v E , i TEMPORARY Prop. Curb & Gutter
~ r ~ ~ \ \ \ SP,ICL WA Y , / t f ~ vv v ~ i / EARTH
V vv , ~ ~ / , ~ f` ~ ~ Q ~ ~ ~ v i ~v vvv ~ , i ~ ~ ~ \ \ ~ ~ CLASS /P RAP BERM Prop. Retaining Wall
i ~ f E v ~ i ~ ~ ~ ? ~ ~ v v ~ ~ OUTLET 0TEC110N TEMPORAL K Prop. Storm Inlet o TEMPORARY ROC
~ ~ ~ ' ~ ~ MAII~T,~ RARY D/ VETS/ON ~ / ' l ~ 20 L x 23 x 22 D r' ~ / , „HECK D~ CHECK DAM Prop. Water --~-~-~-M-
~ , ~ , ~ EX LS/OR r ~ BERMS ~0 ASIAI fL-Y ~(FTER / / ~ ~ ~ ~ i ~ ~ TE
r \ _ MAT G TEMPORARY f ~ ARCH A Y GRAD/NG OPERA TINS/ r -F ~ ~ ~ TEMPORARY TEMPORARY TEMPORARY Prop. Force Main - ~ - ~ - I DIMENT --+-~+-3-~- •
87 ~ 1 ~ L ~ ~ , , ~ TYP.) 12 SLOPE , S/L ~ ~ - , ~ - ~ SEDIMENT S/L T SE TEMPORARY Prop. San. Sewer
i ~ ~ DRAIN FED _ _ _ ~ ~0 TEMPORARY ~ FENCE BASIN NO. 7 EARTH TE ~ PROP. JUNCTION BOX
~ J i l ~ BASIN N0. 6 ~ ~ f GRA~f~IGS`G~LE ~ ~ _ ~A~. ~ ; ~ BERM EAR p ~ .1 ~ ~ ` PROP. YARD INLET
i ~ ~ 25 ~ ~ ~ ~ r, ~ ~ BERM-;, - ~'ii 0,, BERM
- - - i ` , ~ 1~ y ~ 6 ' ~ ~u ~a ravel ~rf ve ~~-c., ~ ~ 40' OF ERENNIAL STREAM 1 PROP. STORM DRAIN LINE iT
a 1.NTEBMIITEN U IMPORT ~ ~ . - ~ ~ PR P. AN. SEWER MANHOLE OO ~ O S
, a a ~ ~ , /
IMENT BASIN ~ „r ~ ~ ~ ~ ' ~ TEMPORARY SED ~ S ~ ~ i /4 ~ ~iI J o , y , ,
BEFORE START OF CONSTRUCTION TEMPORARY / ~ 7 ~r"' R R H Y RANT ~,~r / k , ROP FIE D / ~N
i ~ GINS UCT~?N / ~ • ~ CONSTRUCTION Q~ ~ ~ ~ ~ ' ~ SCALE. 1 -5Q l ~ , / ~ ~ DA & aS9C)C., MdC
ENTRANCE % ~ ~ , ENGN~INGLAND LIGHT DUTY PAVEMENT
~ i / / ~ ~ / p ~ ~ ~ i f 218 GATEWOOD AVE., St3TE l02 HIGH POINT, NOaiN CAROLINA 27262
v ` • ? ~ ~ cap / ,8 336 1 FAX ~886~~4A58 80 PHONE { ~886.48~'1 (336
~ ~ o ~ / , e O /
Y PAV MENT / HEAVY DUT E
POST AND ~ t ~ ~ ` OPEN ~ ~ ` ~ ~ , 'ttyt{lilt F7
PANEL SIGN e ~ I TH A T / / o; ~ T/ / ~ , ~~j
r~ i i Q ~ \ ~ I ~ ~ , / w ~
Q ~ Vi / ~ 4F~ ~ i PROP. FIRE LANE c
, r BE , 4~ ~ ~
r~ ~ ' l l I l ~ ~ ~ 1 Mfg l~Y ~ i 0 ~ END G~ RD ~
~O ~ ~Nj ' t v ~ ~ t;, / I r / ~ ! l l / i~ ~ X12 S E / ~
o e ~ L ~ ~ / / ~ v A - - f - - ~RA~S / , , / r ,,9,p 4ya~,. / ~ /
A LOCI T / l ~ \ o / ~ l ~ ( ~ \ \ - 70 ~ / / / ~ IFS E P / / / / / / ~ ~FFF~FFUt{{{{a°~ / / / NOTE.
~~O / ' / ~ ~ i / / ~ - TH LEARING L/M/ TS SHOWN ON THIS
/ ~ i 0 i / ~ / I \ \ \ ~8 / » ~ ~ ~ UM/TS OF CONSTRUCTION E C 8 x,8~ TF.,~ ~ / / / ORA {MNG ARE APPROX/MA TE. PRIOR TO THE START OF ANY
( 8 V. ~C, ~ i O P M H HAVE THE
e / v~ l l I ( l ~ 1 l ~ / / ~ ~ v l ~ - I / PUG 1 4 , gO CLEARING OPERATIONS, THE CONTRACTOR S ALL / O
~ ~ f ~ i ~ ~ : / g ~ ~ ~ ~ \ \ TEMPORAR~Bf Fee Srm le Line / ~ / ~ v 0 ~ r ~ , , ~ ~ v ~ v v v ' P ~v ~ t LlPORAR~ OND ~ ~ 2 ~ N /M/T STAKED FOR INSPECTION AND APPROVED BY BE ~ r, ~ coNSTRUCrio c s ,
yv ~ r . , ~ X ~ t ~ v v ~~EDIMENT , / ~ ~ ~ iv ~ ~ ~ ~ ~ vvv / / / / R. ~IMENT ~ , , • , M/ , THE OWNER AND THE ENGINES • g ~
~ ~ ~ `,r ~ i ~ , ~ ~ v v ~ - BASlLIG QUO. ~ r ~ \ \ ~ ~ ~ ~ \ ~ QUO. / ~ /~G / ~ ~ /
/ / \ r ' i I ~ ~ \ \ \ \ y ~ I / ~ \ Sig DETgl1. ~DEr .~sHr. ,M f , ~ /
/ / y ~ ~ ~ ~ j ~ ~ ~ ~ ,My' / / / M~%
/ t ~ / ~
~ / i ~ i / I ~ I ; YARDr M-` :M-~ / / 'o.
~ N~_ i / , / ~
/ ~ ~ ~ ~ ~ i ~4REA ~ M TL?MPORARY, ~ ~ ~ , / .s
11 ' ~ k ~ ~ / - 4/ ~ - ~ ~ ~ , INCET , ~ ~
i r,, ' / ' l l l v v ~ ~ M ~ ~ ~ ~ PRC PROTEST/ON ~ ~ - _ ~ /
TY~ ~
v, ~ ° / /i ~ - - / I ~ ~ d' ~ ~ ~ / J / v~ ~ ~ / i ~ 9Q ~ , ~ ~ ` / i
8 ~ x ~ ~ - i , YA'R HYDRANT ~ ~ \ ~ ,Yf~ ACIG~LQW _ ~ i ~ ~ y / ,
J i / ~ ~ ~,p ~ Of its 'DEMCE ~ - , i / ~i ~
/ ~ i ~ 3
~ ~ ~ / ~ \ ~ / i ~ _
\ \ \ /t ~ ~ ~ ~ / / / ~ f , i ~
i i i ~i i ~ /
~ ' r,
/ ~ ~ ~ , ~ ~ i ~
J ~ \ \ / ~ - 1 i i ~ ~
/ / ~ ~ / ~
/ ONE WA Y~ / ~ - p-4n
D fVOT ~ ~ ~
v v v / v _ _ i ~ V ' J NTER, ~ ~ ~ ~ i r FORCE MAIN E , i _ - ~ i BY G. C.
\ \ ~ \ / / ~ r A rox. Locution Pro used ~ ~ _ _ _ _ _ ~ t ,
12 , ;kYater Main i e i ~ \ / , , ~ - ' ~ , , - ~ ~ ~ v i / v 2.80 - - ~ ,
~ -EY OTHERS ~ ~ / ~ \ ~ i _ - - \ i ~ I ~ / ~ ~ ~
v e ~ ~ ~ \ ~ ~ - - ~ ~ ~ / ~ ~ A v~ ~ / v ~ 1 / ~ 0 i 0 / , ~3 ,
/ ~ e /v A - ~ ~ " ~ ~ ~ / ~ ~ / ~ ~ 9 ~ / • Pra ect:
~ ~ ~ \ \ / ~ \ f / / / i' ~ ~ T t l ~ O, A A f 1 .
9- D WILSON RONAL i ~ i
\ ~ ~ ~ ~ 18 r ~H ~ \ ~ ~ ~ 89 .30 / ~ ~ REAGAN
q~ ~ ~ ~ ~ i - \ \ INLET ~ f ~ \ ~ ~ l GR lT R ~ ~ \ 1 , - ,
1 I ~ ~ ~ ~ ~ pROTE TIDN ~ ~ ~ r ~ HIGH SCHOOL o.
~ ~ ~ i`N u ~ ~ - - t POR~4RYi ' q~ \ ~ ~ ~ ~ ~ ~1 ~ ~ \ ~ L q~ ~ ~'1'i ~ \ ~ ~ \ 12 SL PE •
0
S ~ \ ~ , ~ ~ _ _ , , ~
I i ~ i ' ~
O E ~ ` F~ ~ 898 ~ ~ r ~ ~ LlMlTS OF
~,O 0 ~ v 'L! ~ ~ 1 v ~ ~J ~ S ~ ~ r ~ ~ ~ i \ V \ / I ' e / CONSTRUCTION r ~
6 qv v `.4~ t v ~ ~ 1 / y V ~ ( ~ A ~ / / f /
PROP. ~q~ ~ ~ , n \ \ \ , ~ ~A \ ~ ~ ~ ` 98.40 ~ 0 ~ J x ~ / , ~ \ /
SSMH BY OTHERS ~ ~ ~ ~ ~ . I ~ r q~ S \ / \ /
TnP 917 Raj ~ ti ~ ~ ~ ~ _ . ,c~ _ v v , ~ ~ ~ _ ~ I I ~ r ~ , ~ ~ ~ _ ' _ FXCET SIOR ~ l
IN V. IN 908.50 \ MATTING / Sheet Title:
l \ S V NV OUT 908.¢0 QG (TYP )
\ YY 18 SANITARY roxImate limit of 1 ' -
SEWER 8Y PP \ c 2 i
OTHERS State Maintenance s \ \ ' \ LIMNS of C
CONSTRUCTION 99. z
TEMPORARY SEDIMENT TRAPS \ \ \ \ 9
s \ PROP. 1Q \ 1 ' - g02 Issue Bate: a TEMPORARY APRIL 21, 2003
4 M BASIN SIZE WEIR S gQ 06 9 ! DISTURBED DRAINAGE I/OLUME VOLU E SSMH 1 9 INLET
TRAP NO. - AREA AREA REQUIRED PRO WDED W X L X D LENGTH
TOP 914.00 PROTECTION
INV. IN 910.31 e \ WA TER ~ ~N S o - - SEE DETAILS o / - (Typ. Revisions , r •
~ r 910.21 \ 3 BY OTHERS , E 19.35 A C. J4,830 C. F. 38 211 C. F. SEE GRADING ON PLAN IN . OU 1 19.35 AC ; POST AND /
9 _ - PLAN HET C1.4 UMIWED- - PANEL SIGN
PEDESTAL SIGN---.- SEE DETAILS n t Iron PROP. 40 LF 12 STEEL CASING 12 WA TER MAIN
INSTALLED BY BORING &
~ 2 21 A C. 21 AC 37,800 C.F. 39,278 C.F. SEE GRADING ON PLAN Fee Simple Line ~ - o PLAN - 1 SHEET c1.3 BY O THE RS JACKING METHOD
w - - - w - w' w W=-= w w w w _ ___..----w-w-=-w w w - - - _ w
Q j 0.4 A C. 0.4 AC. 720 C. F. 1350 C.F. 15' X 30' X 3' 4' PROP. W- W W- W- w
SSMH 2 _ _ T y? - W V _ - W--- N W _N
W TOP 9 15.85 o s-~ our d
4 0.3 AC. 0.3 AC. 540 C.F. 1,014 C. F. 13' X 26' X 3' 4' IN V. IN 911.66 S S S-
INV. OUT 911.56 TEMPORARY z - 4- ce
m Approximate limit of CONSTRUCTION - S
5 0.2 AC. 0.2 AC. 360 C.F. 726 CF. 11'X 22'X 3' 4' _ 11
00 State Maintenance ENTRANCE N NCGS House" f'
ROADWA Y IMPROVEMENTS PROP. xl*s in 1f ear
RA DING SEE DETAILS EXISTING SEE G RA ALONG TRANSOU ROAD SSMH 3 Grid ~Project Number.
45.40 AC 45.40 AC 81,720 C F. 217,090 CF. PLAN ON PLAN Grid North 883,395.72
M POND N SHEET C1.5 BY OTHERS COORDINA TE TOP 920.00 W W H NCDOT. INV. IN 91J. 1
NEW SEE GRADING SEE DETAILS Z North 882,927.55 East ~ 1
W PERMANENT 16.00 AC 16.00 AC. 28,800 C.F. 31,243 C.F. PLAN ON PLAN INV, our 91300 GRAPHIC SCALE AREA 2
POND SHEET C1.4 J East 1,598,115.17 50 25 0 50 100 Sheet Number
W
z 6 0.5 AC 0.5 AC 900 C. F. 1, 536 C. F. 16'X32'X3' 4' A C :yh 1 = 50 FEET l AREA
0 z 3
a AREA
rar4 ~ w~ ~w a~w: rep ad we tk ~awof ~ athw th- Am
7 0.4 AC 0.4 AC 720C.F. 350 CF. 15 X30 X3 4 a.'a iwi a te ' =bJed

e en h A-
A -GRASS LINED
Iron Found as noted DITCHLfNE INFORMP,TION °B"=EXCELSIOR MATTING
PROJECT: JOB NUMBER: E-323$ "C°=RIP-RAP CHANNEL
7 " ! n P1 ed 8 ro ac ~ ~aA a ~ p ~ C FACTOR= CHANNEi_ INFORMATION
Yard inlet lrre .Grates F ~ 9 o ~ CHANNELCHANNEL Q ~ ITY LINING r Y~A~ ~T~ BOTTOk~SIDE CHANNELFLOW VELOC
1 FAa~c T SECTION LENGTH STATION FLOW(CFS) (FEET) SLOPES SLOPE DEP ~H(FT) (FPS)
Li 1~t Pole r3 e 9 g 8 4' rg57 STONE r, 17 0.5 2.25 BARE EARTH A 150 ' 1 0.27 ~ 2 O.a
' t i l i Pole ~ a~.stoR 2 YA. q.A55 'g' RIP-RAP LlN1NG PUCEI~NT DEPTH = 23' 2 0.23 t~ 2 0.017 fl.5 2.13 BARE EARTH A 150
2 9 I - ra. -
A e r i~ i n e CHANNEL sECTiON 'A' CHAt~L. sECno1~ xc o?;~ (xenes) GRASS CHANt~L GRASS UHED wr 0.62 `t, 3 0.1 0.5 1.78 EXELSIOR MATTING 8 230 CHA1~L. SECna~+ "B' 3 CH+VIIE'1 SECTIpi 'C
`C S t m Sewer TEMP. u>~nNC NoT REQIBRED accELSOR YATti aw-s,~ ufD 4 0.53 2 0.08 0.5 1.83 EXELSIOR MATTING B 14 ` EXCELSOR YATE~G ~ ; I MATTING B 100 I
DITS ~L ~ ~ 5 0.52 , 2 0.067 0.5 1.72 EXELS OR
Tel ne Pedestal ¦ 1. 7 3 0.01$ 0.5 2.6$BARE EARTH A 170 6 3
Draina Flow ~ 9 . 1 W 2 0.02 0.5 2.42 BARE EARTH A 160 Suite 2A 305 hest Fourth Street 7 09 N B 205 lfinston-Salem, NC 27101
Now or Formerly $ 1.40 2 0.1 0.5 2.39 EXELSIOR MATTI G Telephone [phone]
Fence -X X X x- Now or Forme~y 1.71 EXELSIOR MATTING 8 160 F~ 336-725-1465 42E 9 0.33 2 0.1 0.5 I R MATTING B 150
Traffic Sin ~ 44A g 10 0.84 2 0.1 1.0 2.25 EXELS O Ted F. Holder
~S~ XELSIOR MATTING $ 140 amine H Chambers 11 1.82 2 0.017 1.0 1.39 E Ju 250
S } a 0 Very Ft~ances Kearney Sullivan P9 /;1 Deers Book 8fi4, Poge 135 Deed Book 836, Poge 93 12 i.54 ~ ~ 2 0.01 1.0 2.55 BARE EARTH A
I 1 ~ 7ox Stock 4631 lox Stock 4631 13 1 9R ~ 2 0.029 1.0 1.73 EXELSIOR MATTING B 190
„ „ ZONING AG zcN1NC Ac 1.45 EXELSIOR MATTING B 280 14 1.67 2 0.02 1.0
Western Beltwa ~ ~ , ~ y - , ~~s . ~ ~ ~ ~ 2 0.025 1.0 1.24 EXELSIOR MATTING B 230 . ; :1 , , \s~d 15 0.52
r>r~ra ~ r , r N0024'36'i3~ ~ st« o+oo` 1 , t 1 - - - _ 16 0.30 2 0.1 1.0 1.83 EXELSIOR MATTING B 18
. ' ; ~ ~ v,' ; 795.71__-_,, ~ , Y,~ \ ~~r`' ~ ~ - - 4 X LS1OR MATTING B 80 Y', D ~ c ~ i 0.04 1.0 1.3 E E , o'~~C ~ , , 17 0.35 J 2
~`'U ti ~ / ~ ~ ~ ~ % R ra~i~m o'tP ~oc~ t r rn ~ P' ~ ~ exist. Woods Line ~ ~ ~ ~ {f ~ , l ~ of ~ro~os~i iNesfe ~ ~B~ oy , r~,r+ ~ ~ ' ~ p, 1 1\ 1 (3` t i h `4 . ~ ~ 18 2.89 2 0.05 1.0 2.36 EXELSfOR MATTING B 200
t ' ' ~ ' ' ~ 7 1 2.47 EXELSIOR MATTING B 260 ~•,j; 19 3.50 _ 2 0.05 .0
0 ~ ~ i ~ \ \ r~TtG~V ' ~ I.MN Pro .Conc. Waik r . ~ , P T~y--~~~j~-~~ ~ i ' .92 BARE EARTH A 160 20 0.47 2 2 0.05 0.5 2
1 r / ~ ~ 21 1.25 2 2 0.05 1.0 1.84 EXELSIOR MATTING B 36
Pro .Curb & Gutter ~ i p , , 120 22 4.76 2 0.03 0.5 1.31 EXELSIOR MATTING B ~
stff t+~& ' + ~ / ~ ' ~p ~,~7 ' ~ l , , TTiNG B 200 ~ ~ 23 1.34 2 0.04 1.0 1.71 EXELSIOR MA
p W ll ; ro Retain in a ~ ; , P g _ _ f ; ~ ~ ~ , _ ' , , ~ ~ a ~ o , ~ t +
Pro .Storm Inlet fl - ` ` ' 24 0.52 2 2 0.04 0.5 1.28 EXELSIOR MATTING B 140 i 420 s~'~ 2 0.0153 1.0 1.47 EXELSIOR MATTING B
P , ~ ~ ! , .I : a4R~c ~ 25 2.51 2 . KIT sff aeTA~ sr~ET 2.6 26 0.61 2 2 0.028 0.5 1.20 EXELSIOR MATTING B 130
- 1 / ~ i Pro .Water w w w w ~ w~ a~RREC ew m IOR MATTING B 120
P ; , / Now or Formerly u: / ~ + ~ awry ; 27 0.52 2 2 0.033 0.5 1.20 EXELS Now or Formerly
SFtf SFM r ~ / r v Pro .Force MaEn ~ ; , P ! 301 B x~ , r ~ ~ ~ l / 0.02 0.5 1.85 BARE EARTH A 80 28 0.30 2 2 ` , TD1F 0.5 1.13 EXELSIOR MATTING B 200
w r S S S S , , ~ i" , Pro .San. See , t ~ a' MA7ER .MAIN 29 0.27 2 2 0.05
Dale C. Kearney / / ; / .,F ~ lo• ; , / r / n ~ ~ c~'~~ a eox 'te Jr. .028 0.5 1.20 EXELSIOR MATTING B 170 11iley C. 11h~ 30 0.62 2 2 0
I 1 / ~ Deed Book 21t3, Page 827 / ~ ~ l ' / , PROP. JUNCTION BOX ' ~ r / ~ ` ~ , ~ ' ~ a' GY. d p BDX Doris T. llhite 0.057 0.5 1.43 EXELSIOR MATTING B 140 , 1 0.53 2 2 & AS90C., NVC. I I 6" 3-MAY HYDRANT 3 1X1
lox Brock 4631 ~ , , / ~ ~1 Deed Book 1208, Poqe 322 32 6.99 3 2 0.023 1.0 3.60 CLASS B RiP-RAP C 140 1G-lANO PlANMNG~UaVE'~NG iox Block 4631 260 218 GATEWOOD AVE„ SI~iE 1E>2
ZDNrNG AG , , ' ,ca ~ ~ PROP. YARD INLET _ _ r r~ , . 551A~t5 ! ' ~ ' 33 3.50 3 2 0.023 1.0 1.80 EXELSIOR MATTING B ~ ~ ~1 ZONING RS-40 }UGH POINT, NORM CAROLINA 27262
' Kar' tr6 staPr Ttw $7~.0 , + i . r T i 31 , 1 r ,Ct"ASSROdY r~vo , svV. rH SSAt2 ~ ~ . 1.0 1.40 EXELSIOR MATTING B 360 34 0.91 2 2 0.03 PHONf E336}666-4821 FAx E33b1886-4~58
• , f ff.E1..IT150 ,Ryy p!T 9, ~ i PROP. STORM DRAIN LINE ~ ~ f ~ ` ~ , ~ ~ 1 2.03 EXELSIOR MATTING B 380 1 35 2.28 2 2 0.04 .0 I , ~ `
f l ' , 61 R~ C ~ ~ T r- , f , /I / ~ / + B t ; ~ 1 A ; 1 y 36 0.18 2 2 0.06 0.5 1.11 EXELSIOR MATTING B 60
PR P SAN. SEWER MANHOLE S ~~~n~~/~,~ ~ ~~r, t ' • o. 'South + a ~ ~ ~ ) r r~ , i r ) ~ 1 \ ~ ~ ~ .5 1.81 EXELSIOR MATTING B 30 ! ~ ~ 37 1.02 2 0.06 0 {{{{{IIIlt
/ , y ~ rC YAK HYD1?AA'T - - A ~ , 4i M/ ' AB01'F GWWAID F ~ .
, , , ~ ' l' fCOM P1~/fNTQP SI
! • ~ ' ~ ~ ` 4 PROP FIRE HYDRANT Now or Formed , , , , o Y , 4 r ,I ~ o ~ ~ 9 aR~D sf~R t
/ , / I ' ~ ~ p ~ 551d! 7 PIMP STAAAN 3/g Iron
301C ; / stone ~ , a t , a' ~ 1Lp87QD • ,1Nt! N 457.31 ~ „
~ ` s r r 165.?~ 1 i
HT TY PAVEMENT ~ y ` - ~ ~ LG DU Deed BOOk 1764, Page 1419 ~ V~ r ~ \ ~ ; r ' , ` , q Gt NE ~y4r~. _ _ _ . ~ ~t ! ice, rpF[IT ilE ~ ~ 9~ ' ~t'.8uae+v_ ~ , r T~ ~ Now •i ~E$ E. •
lax Slack 4631 098 ~ ~ i , i ~ r ~4 ~ ` ~ ~ ~ ~ - ~ ; 0~ ~ Forrnerl ~~r++lrtes?1{~''~
ZONING AG ~ ~ , - + , ' 101 - - - - ' .7 awsmucnav
o; ; , , ~ Now or Formerly T~ / , ; s ~ / r ,91YXf SIgPY p ~ ` Ivey _ , , ~ _ C ~ ,500 L.F. TYPE /l FENCED OPTON BUFFER
' " ~ ~ Book t~' ~l: SEE LANDSCAPING P1AN t ---r 28"POPLAR ZQ9
H AVY UTY PAVEMENT . , E D ~ , - 2a'oAK Tox gl P09e 3 REOU/RED: PER 100 LF, ~ - ock ~ - ~ ~ 4 ZON/ 4631 1 DECIDUOUS TREE
Hugh T. Kearney ~ _ - - - ~ ,8 ; ~ ~ " ~ NO RS_4p 4 PRIMARY EVERGREEN PLANTS 860 - - - : -_-~p.~ d, , ~l ~ , ~ ~ , ~ l D SUPPLEMENTAL EVERGREEN SHRUBS ~
Norma S. Kearne ~ o ~ ~ y , Deed Book 18&7, Poge 1426 ~ \ ~ ' } - -f- ~ 2
~ ) ~ ~ ~ ~ A Tox Block 4631 , , ; s -r~ ` i ' , i , , ~ , , ~ Qi98
t O' ZONING AG ~ ~ ~ , t . ~,AR 10 ' K~ 1 ~ i, , ' 1 ' 'i A ~ ' ~ ~ O ` t ; N~ ACreS3' , ~ ~ 3 ~ Our p
/f~ t , PROP. FIRE LANE ~ `t t , , ti. , ~ , ~ ' ~ , t , , ~ y~1 , , , , ' Cel i t V` t r fi ` • A `'~.C~ 1 , ~ ' ~ + r , ~i , AV \ ~ ~ ~ ~ ~O 4 Sfa 0+00
t~ ' , / ~ S I ~ ~ 6
f ` / ' ~ ' ~ ~ 1 1
~ /WWti l V , A
' br 3-~r Hr~wT i{RKlN _ ; ,
A ~ / ,o?~(N?. OUT 854.5 i ~ ° , ~ , ,,,,tip ,,,1',' V• y~ tp
,'itisV. tN' 908.6 f rove! Drive _ - ~ r' . ~0' ~ Pflil:'A4~'AL SA~,W ~ ~ 1 ~ t ` ~ ` 7 ~ ~ ~ ~ t , , , , , , , \ \ ~ ~ . ` ~ ~ ~ ~ G+ 363 L.F. T?PE ll FENCED OPTION BUFFER l ~ , ` \ ~ ` - i , , , A ~ , , , ~ V , ~ ~ - ~ ~ \ B9B p SEE LANDSCAPING PLAN
~ -r ~ r-~ ~ T _ r 'Lri,, T _ ~ UGFI15 , t ~ , `ti t ~ l i , T ~ s~ , l ~ ~ ill l , ~ ~ ' _ _ g76 \ , ~ , \ ~ , ` - - _ ~ _ REQUIRED.' PER 100 L.F.
o~~ ate, 7 42/ is~~ , ; ; % ~ _ ~ ~ ~ ~ Now or formerly ~ ppy , o~nt~,~ , , - ~ ~ ~ , - ~ 1 DECDDUOUS TREE , ~ e ~ ~ ~ ~
/ 4 ~ 9"y , / r / t . , , , ° ~ , ~•so \ ` • ~ r~ ~ ! ~ ~ ~ ~ ~ 4 PRIMARY EVERGREEN PLANTS , . } , eY 6 \ ` - , \ ~ \ ` ` - - 10 SUPPLEMENTAL EVERGREEN SHRUBS
, ~ r ~ ~ i / ' / / ~ s , , ~ s 1 ~ ~ ~ , . , ~ (nE'' ? _ ~ \ ~ „r FENCE 2'
George il. 1?ooten ~ - ' / _ ~ ~ ~ ~ . l l 1 1 / S ~ ~ , + ' - \ ~ - „,_r ~ , T A -FROM P/L Now or Formerly
Gale la Uooten PoSr ` ~ ' r, ' ` s ~ ~ + \ ! / PM~L SIGN O . , 0 ) . 1.' ' ' ! ~ , a`.
1 Deed Book 1147, Poge 1464 / ~ ~ /s _ ~ T, ~ \ ~ TOx Block 4631 , ~ , t ~ ' , , , ' ; ~ ~ \ ~ `n5 ~ ~ ~ ~ ¦~C TEE ~ / + / 4~ 7, / I
- ZONtNG AG ~ `~o~~ / , , • ; ~ / / r~ / / - G E ' ~ ~ ' ~ - \ ; ~ a~~ - - ; , r ~ v, Don Y. Shanks, Trustee
, - ~ , ~ - ~ N $etty K. Shanks, Trustee , ~ \ ~ ~ - z ' ~-r r' ~ _ ' P e 3340
, ~ - y T~ - ~ -fn Deed Book 2023, og 1 ~ ~ _ i ~ ~ ~ ~ 1 + w
/ ~ ~ ~ + , , . ' . ~ ; , . ~ TEE , . / / / - , Tox Block 4631 ~`.e~e s , r ~
Fee Sim le Lute / t / l , ' , r ~ , r , ~ , ~ 8 G. ~ ~ . ; ~ 2 / ~ ~ P / ~ r ti ~ . , r , , ! . , ! ~ , i / , , POSE ~ ; - ~ ~ ZONING AG -r_, ~ r - - w. / , ~ ~ _ 3 / I , ~ ~rt
V 1 ~ ~r ~ ~ , ~ , V" - / _ _ r r / , r
Now Or Formerly / / , ~ ~ ~ ~ ! , ~ /i lr , 876 ~isx~r ' G~ r~ + + ~ a r r r ; ~r Sta 3+97.94 i , , ~ 258" Nortlr
'7011 ~ / ` / ~ / / / / J ~ , c 1 Y ,t~ t ~ Y IUITfR r ~ i I + ~ ~ ~
/ / ~.1' E' TEE ~ / , ~ ~ ! , + 7/8'MOn /
Victor G. 1?ooten f ~ ~ ' ~ . ' l , ; 'y , f 0 / ~ / ~ \ ~ r 48G' ~ 906 DACE crux ; I , r , ,0 avoo
Deed Book 1244, Poge 653 ~ ~ , / ~ _ ~ _ Tox Block 4631 / r/ 8 ~ r x~ r i HYA(bIN7 ~ - ~ .
0 r 7 ~ , ZONING AG / / , / ~ ~ , , , Deed "Book'~25,'Page' 45, ' - N0~ 254.9 ' -i 7r• s
i / ~ / ~ 883; Pap~53y d) i' \ ~ ~ ~ , ;nl+~oo I ,-t' ~ ~ Projecl»
/ ~ , ~r X8'31 - , ~ i ~ ~ ~ ~ t r t r~ r ~ l - o ~ r r I ~ r CD N ".T ~ '+'t
~ I ~ RON ; ~ ' I ' ~ - ~ ~ ~ ~ ALD WILSON f t ~ i , , / ~ , O 3
~ r \ o / / + ~ ~ ~ , ' ~ / ~ - - - , ~ s ' M6iC'' CpVSTRlICDAN ~ ~ ' ; ~ ~ ! I / ~ ~ ' 'i i ~ r ~ ~ T. Ul'~ to A ~r , ' ~ ~ ~ m _ REAGAN
ar ~ 7 r / ~ 1N~ - ~ r , ~ ti ~ ~ ~ ~ SCHOOL - ~ ~ HIGH
Coeotion / r~i , p ----i l ~ ~ , ' ~ - ~ BYC.r^ ~ ; i s , / w_, Appoz PrArlOlOd ~ / / . / , - - - - ~ ~ ~ , , , - I `tF ~ ' ~ / ~ ; '"-s~. 72;Mbter Yo» / l r r ~ t ~ , ~ \ % ~ ~ \ ~ , / / , ~ i I - { ~t ~ , ~ ' !NE AK , , ~6 r ,r / 16 r ~ ~ , `i . ~ tl pip r ~ , - ~ ~ •
/ - \ / L
/ ' r 0 ' ' / ~ ~ i ~ ~ ~ ~ l0
/ ~r - ~ / - f-~ CPU / ~ ~ / ~ ~ / j ~ `1 ; t .c~ ~ - - ~ ~v g ~ ~ - ~ ~ / f'~f' ,~~~i ~ - i - ~ i r ~ ~ , ~ f ~ / r ~ f 8a1YAan ~
~ ` ~ F i
~ 7 MaA, S° ~ ' ~ ~ - _ , OE -F. a
~ ~ - \ 1 ' 150.`01 119.38 ~ i ~ ~ ~ V - ~ ~ i~ , ~ - ti 350.00 r 181.30 ~ - 6'~'. , 5 ~ ~ , ,
11 ~ ~ ~ , ' "z ~AGb/, 0~ ` ~ \ ~q''Y r i ~ ~ i l ' ! ! L~ICSIROCRAV / O n ' G GY. #'p80X .D~~ Q~Y51RUCllON pp 4 ~ • 3-1191r HYLIRANr - ~ ~ EP
/ ~ pv to • ~ 6- r CGWS7RUC1/GW ~ V 'A G ~ p0 ~ ~ ~ ~ ~ ~ / ~ 6'' ~ ~
551111 BY 01N£RS I i \ \ 0" ~ ~ ~ h X ~ ~ + ' / / C A Taw 9t7.A7 • ~ ~ \ ~ ` _ ; ~ ~ Now or Formerly o ~ i _ ~ \ . o Now or Formerly Ott
MV. tv908.50 ' c ~ \ - , / / ooh ~ ~ MV. CUT 90840 ~ \ - ~ ~ / 1 tvk O ~ N w or Former) • 'p ' ,IIDffER Gf1~' ' ~ ~ v o y y ~6 . ~
$ 47G .y G'~~ r' ~ ~ ~ - - _ Fee Srmple Line Sheet Title:
t8" SA,WTARY ~ ti tiC, ~ - _ = 0 A V sr:xt'a Br ox~mote tbnif of t~~ ~ qNC q lYlll~am Eugene Spouse v ~L ~ o A ontms fate ~fointenance cmr»s a~ ~fs~x~\ \ ~ 9` eI Spouse ~ 3 ~ 3 Theodore S. Kulp ~ _ _ - '
\ XrFA; . ~ ~ ' , - Now or Formerly JO Le>Be AAg a a,o 1K ~ CAVSneucT~w ~ q ~ o ~ ; f / k 1 t Poe 3911 ~~o ~ ~ ~ ~ Qeed Book 2092, Paqe 3 0 ~ ~ ~ , ~ ROAD Y lMPROVEIIENTS AT INlS - ~ ~ Deed Book 1770, Po T989 j A, 9e I ~
_ w - _ . ' ~ . ~ ; I /"'1 Deed Boo 92 , g ~ p t 4r t 7nY Renck 4631 J ` :x~ _ _ _ ~ ~ ~ /Jr4/VE' ALL INCLUDE J50' LEFT
\y~Q~ 9w v Tax Block 4631 Cs Tax Block 4631
$ ~ i i 4d PRA? William Eugene Shouse ZONING AG b d ZONING RS-40 fr ,NRN f W7H TAPERS AND 0 ZONING AG r R/1T TAPER. ALL 'S
w W4.00 ~ ; e, H Jo Ise Angel Shouse ROADWA 1AIPROVFAIENIS ALANG PRae Y OTHERS.
a INV wv 91a31 Mxw-i Y ? Deed Book 1911, Po 1916 s~ lNV. PUT 910.21 6~ r °fd _ BY OTHERS C Page 859• Post AND 12'" WATER MAIN a d 11; GN
PANE Sww Tax Block 4631 FQ g p- i axon 47 LF 12' SIM CAShW ZONING-AG PRA. 15 1APER
Fee Simple tine A1!STAUfD BY BORWO do 12' HATER MAIN 3p' , OIJ
kGWO ;19:TNOD BY OTHERS _ T a 150 Issue Date:
_w 2 _ PER APRIL 21, 200:
91585 NOg ' A - - - ---w--~- "-W - - _ - - - - - - - - - - 180 . BA
fivV.OUT911.56 ----4 tance Approximate limit f _ ~~aDi GENERAL NOTES:
State Maintenan s-----' b D: ALL GRADES SHOWN REPRESENT FINAL GRADES WTH NO
NCGS Shause NAO83 PRW. i 1 R r ER OF ECOR I ETC. • Revisions: N4NSTGW-SALEM FORSYTH COUNTY SCHOOLS ADJUSTMENT FOR TOPSOL,
r8o. SSW 3 NC Grid NA083 eq TAP 91a00 N rr NAO83 North 883,395.72
YTgp evr ov~ our 913 9131o06- North 82,927.55 o Fn, East 1,598,191.18 TAPER PO BOX 2513 ADDRESS OF 97F TRANSOU ROAD O 5 W9NSTON-SALEM, IVoRTH CAROLINA 58 IMPERVIOUS AREA: BUILDING, SIDEWALKS &
East 1, 98,115.17 27102-2513 PAVEMENT 17681 Ac. 28.85X
M 150' ST t ORAL' SEE ARCHITECTURAL PLANS FOR FOUNDA77ON, TOTAL ACERAG£ = 60.31 Ac.
150' RIGHT TURN TAPER ,.y O FOOLING AND BUILDING DIMENSIONS. S1 7F COVERAGE.
N AREA OF TRACT 60.31 Ac. BUILDING TO LAND 5.74%
ROADWAY IMPROVEMENTS AT THIS .70 S.F. PAVEMENT TO LAND 23.1 PROPOSED BUILDING AREA, 153,232 OPEN SPACE 71.159
a DRIVE SHALL INCLUDE 150' LEFT a TURN LANE WTH TAPERS AND
RIGHT TURN TAPER. ALL RY TOPOGRAPHIC INFORMATION DOCKET { UDO-92 BOUNDARY & TOTAL 1009 TAKEN FROM SURVEY BY
ROADWAY IMPROVEMENTS ALONG Q BRADY SURVEYING CO. P.A. REQUIRED PARKING
V) TRANSOU ROAD BY OTHERS i 29,90 BETHESDA PLACE
3 SUiIF 601-B 7103 REF. ZONING TEXT AMENDMENT
a m W4NSTON-SALEM, N.C. 2710,3 PLUS 1 SPACE O 1 SPACE PER 5 STUDENTS BASED ON THE DESIGN CAPACITY [phone] FOR EACH FACULTY AND STAFF PERSON OR f SPACE PER 3 SEATS WHERE
0 D DATED MARCH 21, 20112 WHERE A SCHOOL STADIUM IS AN ACCESSORY USE OR WHICHEVER IS GREATSR
0 NJ N TAX MAP REFERENCE: BLOCK 4631 L 0 T 48G & 102 1000 STUDENTS f rI ACE ER 5 STUDENTS 200 SPACES
M 140 FACULTY A 1 SPACE PER LOYEE = 140 SPACES DEED REFERENCES.D8. 725 PG 245 500 SEAT STADIUM S ACE PER 3 SEA1S = 5 SPACES
3 D.B. 882 PG. 531 Project Number.
m n D.8. 1632 PG. 2893 PROVIDED r 506 REGULAR SPACES
N M EXISTING ZONING = AG do RS-40 SPACES 10 HANDICAPPED
/ C7 DISTURBED AREA: 516 TOTAL SPACES
z w ON SITE = Ac. 18 BUS SPACES OFF SITE Ac.
J T = Ac. Sheet Number: , OTAL DISTURBED AREA 54f BUILDING SEJBACKS
4!
Q z GRAPHIC SCALE THE LOCAII01V OF ALL UNDERGROUND U 7IL177ES FRONT.- 45~ 100 50 0 100 200 ARE APPROXIMA7F AND WERE TAKEN FROM REAR.: 50 =
0 100 50 z RECORDS AND FIELD LOCATIONS PROVIDED BY OTHERS. ONE SIDE.: 20'
3 a THE CONTRACTOR SMALL BE RESPONSIBLE FOR V ER/FY/NG COMBINED: 50'
n 1 " = 100FEET THE LOCH 770N OF ALL UNDERGROUND U77LI77ES PRIOR TO J0, adramw d w ~ MU Ubho Y 17?UC770N. STREET Pk e1p,o*., r me of Uex aNr tha rw rk NE START OF CGWS
MAX. BUILDING HEIGHT.: 40 FEET s maw ` - ewpW h. He weWeel is ~ erwit tsednufted w va be lea to kw Wi

03-c,--?3s
c' 3 / -? -L2
9 North Carolina Wildlife Resources Commission 9
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resource INU DS/401 GROUP
FROM: Ron Linville, Regional Coordinator i.. j 2003
Habitat Conservation Program /
, Fort'*
NATEP
DATE: July 3, 2003
SUBJECT: Review of 401 Certification Application, Winston-Salem/Forsyth County
Schools (WSFCS), Ronald Wilson Reagan High School, Tributaries of
Bashavia Creek, Forsyth County
The WSFCS system is requesting 401 Water Quality Certification from the North
Carolina Division of Water Quality. The NCWRC has reviewed information provided by
the applicant, and field biologists on our staff are familiar with habitat values of the
project area. These comments are provided in accordance with provisions of the Clean
Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The WSFCS system is proposing to build a new high school in an existing rural
pasture and wooded area of Forsyth County. Bashavia Creek is classified "C" waters of
the State of North Carolina although downstream basin waters are classified "WS-IV.
Impacts to tributaries of Bashavia Creek are proposed to provide a separate bus entrance
from Balsom Road. Cumulative impacts are 130 linear feet of stream. A site visit was
conducted by this office on July 1, 2003. During the site visit, it appeared that additional
impacts to jurisdictional waters are likely in the area of a previously drained lake
(proposed new practice fields located on the north end of the project). Twenty-eight (28)
percent of the site will be impervious. Additional secondary impervious area and
stormwater impacts are likely as North Carolina Department of Transportation (NCDOT)
roadway improvements are indicated. A forced main sewer will be provided by the City-
County Utilities Department. Locating the high school in a relatively rural area will
invariably promote urban growth or sprawl in the community. The brook floater
(Alasmidonta varicosa), a federal species of concern and state listed endangered mussel
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
Ronald Reagan High School 2 July 3, 2003
has been documented in the Yadkin River basin of Forsyth County. Mussels and other
aquatic species may be easily impacted from sediment and turbidity.
LEGACY, the long-range plan for Forsyth County, calls for implementation of a
county-wide stormwater management program that addresses the quality and quantity of
stormwater runoff to manage increased stormwater runoff in environmentally sensitive
and aesthetically pleasing manner to address cumulative impacts beyond a specific
development. In essence, this links environmental principles to development designs so
that projects should be environmentally friendly. We believe that Low Impact
Development (LID) measures provide this type of stormwater management, which should
be more land use efficient and safer for an educational facility.
Increasing imperviousness by ten (10) percent typically degrades downstream
aquatic ecosystems due to secondary hydrographic effects to streambank stability and the
addition of urban pollutant loadings in the ecosystem (see
http://«,t ti ncvv ildlife or«/ Q07 Wild lifeSpecicsCon/ua7e3 impacts pdt). We recommend that
LID techniques be incorporated into the master plan for the high school. These cost-
effective methodologies have been shown to better maintain hydrographs and remove or
reduce pollutant loads which should preserve or enhance water quality. These methods
include the protection and preservation of natural floodplains, jurisdictional stream
buffers and existing hydrographs. Information on LIDs may be obtained at
N\ ww.lo«-impactdevelopment.oi-
If the 401 Certification is issued by the NC Division of Water Quality for the driveway
and/or other impacts to jurisdictional waters, we recommend the following general conditions:
1. Jurisdictional waters should not be used for permanent water quality treatment
structures.
2. If possible, any instream work and buffer disturbance should avoid the fish
spawning season of May 1 through July 15 to prevent off-site sedimentation from
impacting fish eggs and fry downstream of the site.
3. Culverts 48" or larger should be buried a foot into the streambed. Culverts less
than 48 inches in diameter should be buried to a depth equal to or greater than 20%
their size to allow for aquatic life passage. These measurements must be based on
natural thalweg depths. The dimension, pattern and profile of the streams should
be maintained above and below the culvert as well as through the culvert to the
maximum extent practicable. Floodplain benches should be preserved or restored
in order to maintain or restore natural stream dimensions.
4. Maximum available buffers should be preserved or provided for remaining
jurisdictional waters using conservation easements or deed restrictions. Minimum
50-foot buffers are recommended for intermittent streams and minimum 100-foot
buffers are recommended for perennial waters.
5. Any riprap used in channel should not interfere with aquatic life passage during
low flow conditions.
6. If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water.
Ronald Reagan High School 3
July 3, 2003
7. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
8. Stringent erosion control measures should be installed where soil is disturbed and
maintained until project completion. Waters below this site are classified as WS-
IV so erosion control measures should be stringent.
9. Temporary or permanent herbaceous vegetation should be planted on all bare soils
within the stream buffers within five (5) to ten (10) days of ground disturbing
activities to provide long-term erosion control. We encourage the reuse of onsite
native vegetation and materials for streambank stabilization.
10. Mitigation may need to be provided for this and additional impacts according to
Clean Water Act provisions and Division of Water Quality requirements. Payment
to the Wetland Restoration Program may be acceptable providing the impacts are
minimized.
11. As stated previously, if stormwater management practices are required, we prefer
and recommend LID techniques instead of typical stormwater ponds.
12. If a stormwater pond is required, we recommend that it be located in a non
jurisdictional area where it will receive runoff from the bus parking lot and
associated paved areas prior to discharging to the watershed. Attached are our
recommendations for plantings for stormwater ponds. These plants provide
improved wildlife habitat values.
Wildlife biologist, David Sawyer can be reached at 336/957-4855 for more
information on native plants. Additional planting suggestions and plant supply sources
may be obtained from Stewardship biologist, Elizabeth Hughes at 828/274-3646.
Educational facilities should be examples of sound environmental planning and
practices. School site landscaping practices can provide environmental stewardship and
educational opportunities. Thank you for the opportunity to review and comment on this
project during the early planning stages. If you have any questions regarding these
comments, please contact me at 336/769-9453.
Attachment: Piedmont Stormwater Pond Planting Recommendations
Cc: Todd Tugwell, USACOE
Gene Miller, WS/FCS
Reence Callahan, WRC&P Architects
Ronald Reagan High School 4 July 3, 2003
General Piedmont Stormwater Pond Planting Recommendations
Depending on site conditions and plan preferences, the following plant recommendations
should be helpful in providing or restoring wooded, shrubby, or meadow environments that
support songbird and wildlife species. Instead of using the typical fescue grasses, the upper
interior and exterior of the structure should be planted with the following mix:
Spring/Summer Mixture, May 1 - Sept. 15 Fall/Winter Mixture, Sept. 15 - April 30
Browntop millet 20 lbs/a Rye grain 120 lbs/a
Kobe lespedeza* 20 lbs/a Kobe lespedeza* 20 lbs/a
Switchgrass 10 lb/a Partridge pea 5 lb/a
Switchgrass 5 lb/a
When available, add to fall or spring plantings: `Tioga' Deertongue (Panicum
clandestinum) at a rate of 7 lbs. Pure Live Seed (PLS) per acre.
* On slopes greater than 3:1 use Crown Vetch. Korean lespedeza grows better in colder
geophysical areas. Sericea lespedeza is not recommended. Native species are preferred so other
species may be substituted as appropriate and necessary.
Add one of the following to the above mixture
Ladino Clover 5 lbs/acre
Alfalfa 5 lbs/acre
Note: Mowing should be limited to early spring and should only occur as needed to prevent tree
growth on the dam or other areas. Mowing on a 2-3 year schedule should suffice. Lime and
fertilize as recommended by Natural Resources Conservation Service standards when planted.
Trees and shrubs (1 year bare root seedlings) should be planted randomly at a minimal
rate of 100 trees per acre on the top and upper portions of the structure and at a minimal rate of
150 per acre around the normal water elevation and littoral shelf area. Trees should not be
planted on dams. The following list of native tree species should improve habitat benefits:
Loblolly Pine* Red Cedar Black Gum American Holly Dogwood
Hickory Sumac White Oak Willow Oak Red Maple**
Oak Viburnum Green Ash Ironwood Black Cherry
Persimmon Water Oak Spice Bush Willow (sp) Black Walnut
Swamp Chestn ut Silky Dogwood Serviceberry
Other species may be utilized depending on site requirements and availability. Pines* should not
exceed 15% of the reforestation. No more than 20% of the tree species will be of a single species.
An 80% success rate is acceptable over five years. Large or fast growing trees like Sycamore and
Maple** may not be appropriate around detention facilities.
Ronald Reagan High School 5 July 3, 2003
Wildflower and Native Warm Season Grass Mixes
Short Showy Mix
Mix should consist of two grasses: Indiangrass (1.0 lbs/acre) and little bluestem (2.0
lbs/acre) and 4 wildflowers: purple coneflower (1.5 lbs/acre), black-eyed Susan (1.0
lbs/acre), lance-leaved coreopsis (1.0 lb/acre), partridge pea (0.5 lb/acre). If additional
diversity is desired plugs of the following species can be installed in the fall by the
landowners. New England aster (plugs/acre), blazing star (plugs/acre), blue wild indigo
(plugs/acre).
Tall Field Mix
Mix should consist of two grasses: Indiangrass (2.0 lbs/acre) and little bluestem (2.0
lbs/acre) and 5 wildflowers: purple coneflower (1/4 lbs/acre), lance-leaved coreopsis (1/4
lbs/acre), black-eyed susan (1/4 lbs/acre), and partridge pea (0.5 lbs/acre), Illinois bundle
flower (0.5 lbs/acre).
NWSG Mix
Mix should consist of 7.0 Ibs/acre and contain the following grasses: Indiangrass (3.0
lbs/acre), big bluestem (2.0 lbs/acre), and little bluestem (2.0 lbs/acre). Partridge pea
(0.25 lb/acre) and/or Illinois bundle flower (0.25 lbs/acre).
O?O? wAT ?RQG
co r
> y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 29, 2003
DWQ# 03-0735
Forsyth County
Mr. Gene Miller
Winston-Salem/Forsyth County Schools
P.O. Box 2513
Winston-Salem, NC, 27102-2513
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Miller:
You have our approval, in accordance with the attached conditions, to place fill in 130 linear feet of intermittent and
perennial streams in order to construct a road crossing at the Ronald Wilson Reagan High School currently under
construction in Forsyth County, as described in your application received by the Division of Water Quality on June 17, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3404, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying
404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland and/or stream fills for this project (now or in the future) exceed one acre or
150 linear feet of perennial streams, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h).
For this approval to be valid, you must follow the conditions listed in the attached certification, as well as the additional
conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, Mail Service Center 6714,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-4600 or Cyndi Karoly
in the Central Office in Raleigh 919-733-9721.
Sincerely,
P Ian W. Klimek, P.E.
NLDENR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.s te.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
030735
Triage Check List
Date: Project Name:
TO: ? ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
From:
? WaRO Tom Steffens
? WiRO Noelle Lutheran
SRO yndi Karoly (Central i
Telephone : (919) `? 7?Z?
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

le)', i I

?Lf
Office Use Only:
USACE Action ID No.
(If any partict
DWO No.
Form Version May 2002
item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ,'(!1 o9UP
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Gene Miller
Mailing Address: Winston-Salem/Forsyth County Schools
PO Box 2513
Winston-Salem. NC 27102-2513
Telephone Number: 336-727-2783 Fax Number: 336-727-2008
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Ronald Wilson Reagan jzh School
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Block Lot 4631 048F, 4631 048G
4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Winston take Hwy 52
North to Hwy 65 South. (Bethania Rural Hall Rd). Follow Hwy 65 South until you cross
Hwy 67 After crossing Hwy 67 the road becomes Transou Road. School site is
Uproximately 2-2.5 miles on the right. The school site begins at the intersection of Balsom
and Transou Roads.
5. Site coordinates, if available (UTM or Lat/Long): 36° 10' 08" N 80° 21' 46" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 61.3 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Bashavia Creek
8. River Basin: Yadkin River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural pasture land and partially wooded.
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: This
project is the construction of a new high school for the Winston-Salem/Forsyth County
Schools System Typical construction equipment such as backhoes, bulldozer, pans, etc, will
be used during the construction of the school. The impact area is where the bus entrance
from Balsom Road crosses over a creek.
11. Explain the purpose of the proposed work: The purpose is to provide a new high school for
Winston-Salem/Forsyth County Schools and the impact is necessary to have a bus access
separate from regular vehicle traffic.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: A minor road crossing for bus
access along the northern boundary nearest Balsom Road
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htta://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
1 Grading and Fill 30 UT Bashavia Creek 4 Perennial
1 Grading and Fill 100 UT Bashavia Creek 3 Unim ortant?NT

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associaieu np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usizs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol)ozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 130
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stm-igide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
None
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
A stormwater detention pond will be built on site The pond will meet all design criteria.
Approximately 28% of the site will be impervious.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal for the school will be a force main to an existing gravity sewer line along the
right of way of Transou Road
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature l/ Date'
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
kD
h cti I
870
e , Vic-N ITY
• - StreetFinder Map
JOINS MAP 14 9 p A-P
3s
3
3
M
4
2
O
3
0 0.25 0.50 mile
I I I
One inch equals 0.50 mile
23

N - wmmer Ct
_ -
T Iq_
V BETHANI
c
65

Basha is Iy
$ Gre then Av
aldraven ft z

a _
T DOUBSO T, 5 $ ')a" AV g -
CEMETERY
Pa
s
-
61
;aS\
a Cyr ?
E •\
Q aPose Dr
4000 \
'I..
T
ioa \
had I
r,
?n
\
s 27049 $ ? n
e Nihl c =
h ?
da/ r

_ enr

't
a

CG. MEMORIAL
- r
Hrl/Rd A
`Dq 6d
PARK

toDT Loher Cir Coi

hO Kne r Rd S
m c?cl}'
' '
?'t '%
o Q tQ
a
JtS
, :
Fa
\a ,S
?`
/ •
V S dh e?F ?`
P Aver
" IN

s ° ..
ad
u Ck° Thacker Ha\
" a
oa3v 4 om
° lark r
°? ?a rri
0
C. c
'A Green Fo Ct

I E
"•
d
l Au r Ct O 100
'O x ,
O '' W is edn Oak
Dr s f
Toll o In
v C e
a
Farm lead Rd c ` Pet r MaH Rd t < w f( mow}

W
Kath n

t a
S ark Rd

g
I I
n

N
q „

?e I^

9y
K ne or
Ikstone Rd ° ¢ e

o Bottoms
'S 'Gran vie

F7j GOIf E.IUb
.Tb
_,y ice.. ?' YAD
' w A

=
IN?ILLEfl Y
d
?L? C
'?! ?P° u?j

q
.o

= Sierra Dr ? u 0.
k k
fli r
:
/l'
C
ite Pines In u Dr
1 amino

c
ll o
H <
?p a
Mil n ° 1450
9
'?0 c
-
Pinehill D
A
d Havenwcyd

Chadvryck
r
arre
3 ??
s r
5
q Pfafft
n
' ka t Sri
Ivy Bl
uryT
C
o
mm
Wanderin to
F $ d _
\ es
0 Treehrook
c

a/o SOO
' W Icom
C sn
k
R ?
S d
y O Pfaff Ln
';
oindw,;l H
v

` \
`Oro 9'
v

n
d
df D c ? t Dill 8
Praflz nc
Rock
K
Id L
L
\ '
d Salem R St m A
a Lake y atheriq Pac
e

`

'
' -
9 Rid

Qre .'? or

o
D
t
Falcon Rd

St
C a Chi
° tilhvel/

c
on Dr
-
\ - Henta eOaks
a?
rS ar
mo Tonbdd eLn
s win Ct Black lack Hill `v Rd
g An
0l 5 icewood Ct e n
_ _ _ _ _ H7
lnUl
W - _
r
O.
0-11 d
.1p.?Y'\
9 t? VfENNA Ln
I \?tocs ?''?-
t3z
? Mercia Ct
0. 6

a ELE
SCHOOL c, g
of
T y \
G
astillo or Y
&
Phil rk Dr r\
e (,
°'
Wa
4 er Rd Indian wells Tr I
$\. f Ilia
q0
° .
.
O ll
Vet? O\d ?s
.
, ranch t' 5 - - - os
ndso Pz ?O

y
Vienna _
t
.;;.' lake-Forest ?
\o
Ra
s 9 p t _ a

F

o o\ ??
a7
nw

a
n

est Dr S

'

?
" 6
Qa

w

a

s y
m
I

3 stone Ind'?ir
'

C'r
n
Me
er R ;\ 1
Moser Tr rBen Rd i
CASa
c s'
N
- Bso
Z
p r're/C .- °
a

,na.ov Nina C
v_ 4
o
or o u
_
~
.E

/
%O

i a

SPlce
M
da
`o
dow U
s Dust

c
evil D -`+
Ct

Htl
Cameral e
.-
° Fo
ddl rest
3
`

41

\

Tam g

hawk Rd

Breeze Ct
-
s, '
h ? s F Rd
dOr
Q
' 1
Z \ o ohinhood Trace or c Win Dr 3 i nd Mill CI Hi/r -^"
6
n
r c Banins St II Meadows In x ,
et B
z CEMETERY Win j ammer PI ranch
rare
a \
S
n y? t or -
BI o
Ao
pl-
Pa
-T
Farm

ROB tDeforest e n ?1 ?Or t^
S Har S
od assa/a a
a
(h
/N/{ Ct .. o
D BD ('yr € Fleet s
do Cir z ornbe 1
e Ct
~ Hill R
b? r Ln ¢
'e
- v ` Fairfield Oaks LnT 9 dMeadow Hrl Ct C

_ vv c O Ne N„ nQ

Bar- or

5 p 9
27923 "
utters Creek =lv.. ¢

Ct>^ Py F
B
BTNHO I

0 RD
y?

IMF=
_ l O P
B
Farm Hootsda r rooks La din
h
`I
16 13 17 a 18 13 19 20 0 21 S 22 23 4 24

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
P218 Gatewood Avenue, Suite 102, High Point, NC 27262
Phone: [phone] / Fax: [phone] / e-mail: drop@dmp-inc. com IROUP
TRANSMITTAL LETTER
-------------
Date: June 12, 2003
To: North Carolina Division of Water Quality Re: Ronald Wilson Reagan High School
401 Wetland Unit Job No. E-3238
1650 Mail Service Center
Raleigh, NC 27699-1650
We are sending you (X) attached ( ) under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
® Plans ? Disk
# Copies Drawing # Description Disposition
7 Completed PCN application
Check for $200.00 For approval
Review Fee
Remarks:
c: File
By: 1 L4 l AJA140
y ?Uffey,
Itl/ /
801
6-13-03 401 Certification fee #526 200.00
Reagan High School
E-3238
Jul
3
"CATER QUALITY SECT(®N
P4YMFNT
RFCFIVED